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Project Information <br /> Code: 20181RC,ASCE 7-16 Date:10/16/2022 <br /> Designer. Jon Conner,PE,SE <br /> Client: Pavel Andreyanov <br /> Project: 1722 100th St SW Everett <br /> Wall Line: 1B <br /> Shear Wall Deflection Calculation Variables <br /> Unfactored Shear Load V.,..: 423 (Ibf) <br /> Wood End Post Values: Nail Type: 8d common (penny weight) <br /> Sheathing Type:., 318OSS Species: Hem Fir <br /> Grade: APA Rated Sheathing E: 1.35E+0.6 I(psi) Pier? Pier 2 <br /> Qty Stud Size _ Nail Spacing: 6 6 (in.) <br /> Dimensions:' 2 2g6 HD Capacity: 1950 1950 (Ibf) <br /> G,Override: A: 16.5 (in?) HD Deflection:, 0.089 0.089 (in.) <br /> G.0 verride: A Override: (in.) <br /> Four-Term Equation Deflection Check <br /> 3 <br /> Vh <br /> A=8vh EAb+Gt+O.75hen+C�h (Equation 23-2) <br /> b <br /> Pier 1-L Pier 1-R Pier 2-L Pier 2-R Sheathing Type:3/8 OS8 APA Rated Sheathing <br /> v,,,4—d: 65 65 65 65 (plf) Nail Type:8d common <br /> E: 1.35E+06 1.35E+06 1.35E+06 1.35E+06 (psi) <br /> h: 9.00 3.00 3.D0 9.00 (ft) <br /> A: 16.5 16.5 16.5 16.5 (in.) <br /> G,: 77500 77,500 77,500 77,500 (Ibf/in.) <br /> Nail Spacing: 6 6 6 6 (in.) <br /> V,,: 33 33 33 33 (plo <br /> e,,: 0.0002 0.0002 0.0002 0.D002 (in.) <br /> b: 4.00 4.00 2.50 2.50 (ft) <br /> HD Capacity: 1950 1950 1950 1950 (Ibf) <br /> HD Dell: 0.089 0.089 0.089 0.089 (in.) <br /> Check Total Deflection of Wall System <br /> Pier 1(left) Pier 1(right) <br /> Term 1 Term 2 Term 3 Term 4 Term 1 Term 2 Term 3 Term 4 <br /> Bending Shear Fastener HD-1 Bending Shear Fastener HD-2 <br /> 0.004 0.008 0.D01 0.060 0.000 0.003 1 0.000 0.007 Total <br /> Sum 0.073 Sum 0.010 Defl. <br /> Pier 2(left) Pier 2(right) 0.052 (in.) <br /> Term 1 Term 2 Term 3 Term 4 Term 1 Tenn 2 Term 3 Term 4 0.0019 %drift <br /> Bending Shear Fastener HD-1 Bending Shear Fastener HD-2 <br /> 0.000 0.003 0.000 0.011 0.007 0.Do8 0.001 0.096 <br /> Sum 0.014 Sum 0.112 <br />